Summary for Test 2023-12-08-49-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 12/08/2023 | Sample Unique Key | 49 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 12/08/2023 |
Sample type | Verification | A brief description of the sample | RAP |
The quantity of what the sample constitutes | 2 Bags of RAP | From where was the sample collected | Source |
First name of sampler or witnessed by | Humberto | Last name of sampler or witnessed by | Ramirez |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | 023-104 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Bradshaw | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Granite Bradshaw |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Static | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2023-12-08-49
DIME Test ID: 2023-12-08-49-2
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-01-17
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 01/17/2024
Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
---|---|---|---|---|---|---|
1445.8 grams | ||||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.4 % | 100 % | ||||
296.5 grams | -0.2 % | 79 % | ||||
600.7 grams | 0.1 % | 59 % | ||||
811.9 grams | -0.9 % | 43 % | ||||
962.4 grams | -1.1 % | 32 % | ||||
1167.9 grams | -1.7 % | 18 % | ||||
1209.3 grams | -2.1 % | 14 % | ||||
1281.6 grams | -1.8 % | 9.6 % | ||||
16.6 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2024 ✔